Research Article
Oct 1975
Seismic Behavior of K-Braced Framing Systems
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 101, Issue 10
Abstract
Three 10-story three-bay structures having K-braced framing systems are designed for seismic loads according to building code requirements. Members are proportioned by standard allowable stress procedures. The frames are subjected to strong ground motion and the inelastic response of the three systems is evaluated and compared. Results show that increased ductility requirements occur in regions adjacent to discontinuities in lateral stiffness. The addition of an outrigger truss at the top of the frame tends to force more of the inelastic deformation into the girders and bracing rather than the columns. The fully braced systems are very effective in controlling lateral displacement.
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Published In
Journal of the Structural Division
Volume 101 • Issue 10 • October 1975
Pages: 2147 - 2159
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Oct 1975
Published online: Feb 1, 2021
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Authors
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James C. Anderson, M.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Southern California, University Park, Los Angeles, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.